000019548 001__ 19548
000019548 005__ 20170118182323.0
000019548 04107 $$aeng
000019548 046__ $$k2017-01-09
000019548 100__ $$aQin, Xiaoyang
000019548 24500 $$aExperimental Study of Clustered Structures With Sfsi

000019548 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019548 260__ $$b
000019548 506__ $$arestricted
000019548 520__ $$2eng$$aIn current seismic design scant attention is given to the flexibility of the supporting soil. For simplicity structures are assumed to be attached to a fixed rigid base. In reality any structure is supported by multiple geological strata of different stiffness and mass. The combination of stiffness and mass gives rise to a fundamental frequency for the site. The response of the structure to earthquake vibration depends on the relationship between the properties of local site and the fundamental frequency of the structure. In the case of closely adjacent structures there is vibrational coupling between the building and the surroundings. Hence, generally no building exists in isolation. In this study the dependency of the building response on the local site will be presented. In case of closely adjacent buildings there is an exchange of energy between the adjacent buildings.

000019548 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019548 653__ $$aClustered structure interaction, shake table experiment, laminar box

000019548 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019548 720__ $$aQin, Xiaoyang$$iChouw, Nawawi
000019548 8560_ $$ffischerc@itam.cas.cz
000019548 8564_ $$s360961$$uhttps://invenio.itam.cas.cz/record/19548/files/3871.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3871.
000019548 962__ $$r16048
000019548 980__ $$aPAPER